Question: 2. A pillar is shown in Fig. (1). The total contraction of the pillar is 0.35 mm. If E s = 220 GPa and E

2. A pillar is shown in Fig. (1). The total contraction of the pillar is 0.35 mm. If Es = 220 GPa and ECI = 160 GPa, find the value of load P.

(1)

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